Project Cycle Report: Infrastructure Project

Page 155

MUMBAI METRO LINE 3

.

NO. OF MOULDS AVAILABLE: 16 sets (16 × 6 segments = 96 moulds) STACKING CAPACITY: 752 rings

The segment has to be designed for 4hr fire rating as per IS:456 The stiffness of the permanent lining should be such that the deflections are within permissible limits as per BS: 8110-part1 and IS:456. TYPE OF REINFORCEMENT USED: Fe 500 GRADE OF CONCRETE: M50 The design of the segments shall be adequate for all stresses induced during stacking, lifting, transport, erection jacking and impact, including in-service stress & impact. (2) The design shall consider in-situ ground stresses and shall provide evidence and/or measurements in support of the parameters adopted in the design as part of the calculations. The ground load on the tunnel shall be based on the actual height of overburden above the tunnel lining. (3) The design of the bored tunnel linings shall take into account the proximity of the bored tunnels one to another, the sequence and timing of construction and the proximity of adjacent EBS. (4) The design shall also consider the relative rates of loading / unloading due to TBM jacking force in both the lateral and vertical directions, and the resultant induced The design for segment lining shall address aspects including the following, as appropriate a) Ring configurations, b) Segment size and form, c) Fixing details including for: ring to ring fixings; segment to segment fixings; fixings for all equipment to be installed handling, stacking and installation of segments; holes, recesses and fixtures for other system components. d) tolerances in production and installation of segments shall be accounted in the design. e) Installation of Other components, such as: grout hole valves; gaskets; bedding and packing materials. f) Cavity grout, between lining and ground. g) Instrumentation and monitoring to demonstrate performance of the installed linings. h) Short-term {during constructionintermediate (immediately after construction) and long-term (full design life) loading conditions. i) Stresses induced by grouting and ground pre-treatment, where applicable.

Unit of measurement (BOQ),

UNITS

Unit of measurement in supply

UNITS

Approved make list

-

Lead time for procurement

5-7 days

SUBMITTED BY: BHUMIKA RAJ UC5316

150


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Figure 83: Closure Of Project Flowchart

1min
page 194

Figure 81: Manpower Status0

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page 190

Figure 72: Contents Of Mpr

5min
pages 183-185

Figure 71: Weekly Details

2min
page 182

Table 40: Characteristics Detail

1min
page 155

Figure 70: Billing Flowcart

1min
pages 180-181

Table 45: Format Of Snag List

1min
pages 178-179

Figure 62: Segments Location

1min
page 152

Figure 61: Tmt Bars Location

2min
pages 148-149

Figure 55: Codification Example

1min
page 135

Figure 40: Project Package Details

1min
page 74

Figure 31: Flow Chart For Labour License

4min
pages 86-87

Table 30: Cash Outflow

1min
page 78

Table 24: Cost Estimate

2min
page 71

Figure 54: Softwares Used

4min
pages 133-134

Table 32: Cash Outflow For Year 2016-2017

0
page 120

Figure 37: Work Schedule Format

2min
page 64

Table 14: International Protocols

1min
page 62

Figure 11:Mumbai Metro Network

1min
page 36

Table 2: List Of Projects

1min
page 21

Table 11: Funding Pattern Break Up

4min
pages 46-49

Figure 5: Alignment Of Passengers In Suburban Rail

3min
pages 28-29

Figure 13: Funding Breakup

1min
page 43

Figure 14:Flowchart Showing The Formation Of Insititutional Framework By Goi For Carrying Out Approvals

3min
pages 52-53

Figure 33: Bid Document Details

3min
pages 50-51
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